HomeMy WebLinkAboutPRODUCT APPROVAL8/30/7019 �<'� , 018 4 Florida Building Code Online
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By
Prcdott Aopmval Menu > Eroductor Agpllcabon Search > Apolicatlon List> Application Detail St, Lucie County
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL19715-R4
Revision
2017
Approved
IN
Silver Line Building Products
One Silverline Drive
North Brunswick, N] 08902
(732)435-1000
jonberrian@slbp.com
]on Bernan
jonberrian@slbp.com
AUG 2 9 2019
Permitting Department
`P'St. Lucie County, FL
]on Beriian
One Silverline Drive
North Brunswick, N] 08902
(732) 435-1000 REVIEWED FOR
jonberrian@slbp.com
CODE COMPLIANCE
ST. LUCIE^C/�iOUNTY
BOCC
Windows
Single Hung
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
U Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License
PE-73778
Quality Assurance Entity
Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date
12/31/2019
- Validated By
Locke Bowden P.E.
I Validation Checklist - Hardcopy Received
Certificate of Independence
1110 • : - • • Pf77 t t t .
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E1886 2005
ASTM E1996 2012
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
https://www.floddabuilding.org/prlpr app dfl.aspx?param=wGEVXQwtDgtvA°/a2bxmzklhGufBV5nRNMfoMrXm6yCOeHgzD4Kf0%2b2BuQ%3da/a3d 1/3
8/30/2019
Florida Building Code Online
Equivalence of Product ards
Certified By -
Sections from the Code
t
9
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
° Summary of Products
L. I
Method 1 Option D
12/18/2017
12/18/2017
12/29/2017
02/13/2018
FL #
Model, Number or Name
Description
19715.1
Series 2900/4900 Single Hung
Extruded Vinyl Single Hung Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL19715 R4 II SWD002 SS 2017-12-1 S.odf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other; See Installations Instructions and Product Evaluation
FL19715 R4 AE PER5375 SS 2017-12-15.pd[
Report for design pressure tables and limitations of use.
Created by Independent Third Party: Yes
19715.2
Series 2900/4900 Single Hung
Extruded Vinyl Single Hung Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL19715 R4 II SWD012 SS 2017-12-15.Ddf
Approved for use outside HVHZ: Yes
Verified By: Hennes F. Norero Florida P.E. 73778
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Othur:See-Installations. Instructions and Product -Evaluation___
FL19715 R4 AE PER5376 55 2017-12-15.pdf
Report for design pressure tables and limitations of use.
.
Created by Independen ird Party: Yes ---- -
19715.3 -[Series
70 Model 2127 Single Hung
Extruded Vinyl Single Hung Window
.Limits of Use. _ _
Installation Instructions
Approvedfor use in HVHZ: Yes
FL19715 R4 II SWD010 SS 2017-12-18.odf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero Florida P.E. 73778
-Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installations Instructions and Product Evaluation
FL19715 R4 AE PER4805 SS 2017-12-18.pdf
Report for design pressure tables and limitations of use.
Created by Independent Third Party: Yes
19715.4
Series 70 Model 2127 Single Hung
Extruded Vinyl Single Hung Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL19715 R4 II SWD011 SS 2017-12-18.pdf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero Florida P.E. 73778
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installations Instructions and Product Evaluation
FL19715 R4 AE PER4806 SS 2017-12-18.pilf
Report for design pressure tables and limitations of use.
Created by Independent Third Party: Yes
pack NeaO _
Contact n,, :: 7501 Flair Stone Rnad Tallahassee F 3 399 Phone: A90,487-1974
The state of Florida is an AA/EEO employer. Loo rehr 7Dr17-7n115tare of Florida.:: Privap 51atemeot :: Arrocaibdlty statement :: Refund Statement
Under Florida law, ema0 addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic .
mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here.
product Approval Accepts:
rR ® WE WR M
Credit Cara
Safe
https://www.floddabuilding.org/pr/pr app_dfl.aspx?param=wGEVXQwtDgivAa/o2bxmzk1 hGufBV5nRNMfoMrXm6yC0eHgzD4KfO%2b2BuQ%3d%3d 213
INSTALLATION NOTES.
1. ONE Ill INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION
SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUMSIZEUSTED.
3. INSTALL INONIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF x1/2
INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS
(LE., WITHOUT CONSID EUTION OF TOLERANCES). TOLERANCES ARE NOT
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
SHIMS). MAXIMUM ALLOWABLE SH I M STACK TO BE 3/81NCH, SHIM WHERE
SPACE OF 1/16INCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER.
S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE AB WOOD
SCREWS OR 11 GAUGE ROOFING NAILS OR 10H COMMON NAILS OF SUFFICENT
LENGTH TO ACHIEVE I- Z INCH MINIMUM EMBEDMENTIPNOWOOD
SUBSTRATE. INSTALLATION SHALL MAINTAIN MIN. 3/8" EDGE DISTANCE.
SILVER LINE BUILDING PRODUCTS
SERIES 70 - MODEL 2127
EXTRUDED VINYL SINGLE HUNG WINDOW
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE 6TH EDITION
FLORIDA BUILDING CODE (NBC), INCLUDING HVHZANO HAS
BEEN EVALUATED ACCORDING TO ME FOLLOWING:
TAS20294
• AftME33002
• AAMA/WDMA/CSA 101/I5.2/A440-o8/ll
6. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE AS
SELF-TAPPINGSCREWOF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3
2.
ADEQUACYOFTHEENISTINGSTLIMRAL
-'+IREADSPENETUTIONBEYONDMETALWALLINSTALLATIONSHAILMNKMN
CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING
IIN.1/8' EDGE DISTANCE.
AS MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
A.' THROUGH FUME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF ME
USE 210 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE I-1/21NCH
ENGINEER ORARCHITECT OF RECORD FOR WE PROJECT OF
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
INSTALLATION.
S. THROUGH FUME INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO
3.
1£AND 2XBUCKS (WHEN USED) SHALLBE DESIGNED AND
CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/161NCH
ANCHORED AS SPECIFIED HEREIN. REFER TO SHEETS FOR
DIAMETER ITWTAPCONS OF SUFFICIENT LENGTH TO ACHIEVE I-1)41NCH
FURTHER DETAILSOF BUCK INSTALLATION.
MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN, 13/4"EDGE
4,
THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
OLSTANCE.
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
9. THROUGH FUME INSTALLATION: FOR INSTALLATION I PRO METAL STUD USE
ASPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
910 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
OF 3 THREADS PENETRATION BEYOND METAI. WALL
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,
NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT
INCLUDING BUT NDT UNITED TO STUCCO. FOAM, BRICK VENEER, AND SIDING.
APPROVAL TO BE OBTAINED FROM MMMI43ADE PER OR
MI.
12. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
5.
APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED ON'
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESWANT
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
COATING.
12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL
INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF
BLOCK.
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
_ USED I N SUBSTRATES WITH STRENGTHS LESS THAN THE MINI MUM STRENGTH
ECIFIED BY THE ANCHOR MANUFACTURER.
STALFATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON
SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES:
A WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO AM C-90 WITH
MINIMUM COMPRESSIVE STRENGTH OF 2" PSI AND GROUT CONFORMS
TO ASTM C476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI.
D. HOLLOW BLOCK CMU- UNIT STRENGTH CONFORMS TO AM C-90 WITH
MINIMUM COMPRESSME STRENGTH OF 2000 PSI,
E. STEEL -MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS
OF 47.9 MIL (0.0478' or 18 GAUGE). MIN.1/2' EDGE DISTANCE.
F. ALUMINUM- MINIMU M ALLOY 6063-15. MINIMUM WALL THICKNESS OF
1/16'. MIN. 1/2' EDGE D ISTANCE.
6. WINDOW FUME MATERIAL: PVC
7. IN ACCORDANCE WITH THE 6TH EDITION FBC, WOOD
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPEOES AS DEFINED IN
CHAPTER 23.
S. GLASS MEETS THE REQUIREMENTS OF ASTM E1300
GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS.
(NON -IMPACT)
TABLE OF CONTENTS
SHEET
REVISION
SHEETDESMIPITON
1
-
INSTALLATION 6 GENERAL NOTES
2
-
ELEVATION 6 ANCHOR LAYOUTS
3
-
VERTICAL A HORIZONTAL SECTIONS (NAM FIN)
4
-
VERTICAL A HORIZONTAL SECTIONS (THROUGH FRAME)
5
HORIZONTAL SECTIONS, BUCK INSTALLATION, GLAZING
DETAIL, A REINFORCEMENT
MAX OVERALL SIZE
CONF2G.
DESIGN
PRESSURE
MISSILE
TMPARRATING
WIDTH
HEIGHT
52"
62.50"
OAK
•62.0/-65PSF
NON IMPACT
52"
73"
O/X
•55 /-60 PER
NON IMPACT
Dl4ilalN slgnM by Hemlee F. Nomm. P.E.
Rennin: l am approving Ibis acm,nl FL#: FL19715
Dale: 2011.O0.14 21:59:50 9600•
Silver�ne
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SINGLEHUNG WINDOW
v
3" MAX.
FROM -
CORNERS
6" MAX.
O.L.
3° MAX.
FROM
CORNERS
ANCHOR LAYOUT
NAIL FIN -SINGLE HUNG WINDOW
Lu
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FROM
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CONCRETE/ MASONRY
BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY A ZX
WOOD BUCK BY OTHERS
ZX WOOD BUCK BY OTHERS
SEE SHEET 5 FOR
CONNECTION DETAILS
#8 WOOD SCREW
INSTALLATION ANCHOR
EXTERIOR FINISH
BY OTHERS
PERIMETER
SEALANT
O.A. BY OTHERS
UNIT
HEIGHT EXTERIOR
11/2" M,
N.
EMBEDMENT
INTERIOR
SEE GLAZING J
DETAIL, SHEET 5
VERTICAL SECTION
/ HEAD-2XWDDDBUCK
NAILFIN
SEE GLAZING
DETAIL, SHEET
EXTERIOR
UNIT PERIMETER
HEIGHT SEALANT
HEIGHT
BY OTHER5
I EXTERIOR FINISH
INTERIOR
3/8•MIN.
EDGE DI5T.
1/4" MAX.
SHIM SPACE
1/4° MAX
SHIM SPACE
#8 WOOD SCREW
INSTALLATION ANCHOR
3/8" MIN.
"
EDGE DIST.
OD BUCK BY OTHERS
- SEE SHEET FC
4
CONNECTION DETAILS
a
CAULK BETWEEN
CONCRETE/MASONRY
CONCRETE/MASONRY 62X
'•'
E MIN.
BY OTHERS
WOOD BUCK BY OTHERS
EMBEDMENT
A
VERTICAL SECTION
3
SILL. 2XWOOD BUCK
NAILFIN
1/4"MAX . MIN. 3/8"
SHIM SPACE •` +
INTERIOR
EXTERIOR
OA.
UNIT
WIDTH
_zzHORIZONTAL
Q IAMB -Mu"
MIN.3 THREADS
PENETRATION BEYOND
METAL STRUCTURE
#8 GR 5 SELF-TAPPIN 5
INSTALLATION ANCHO
METAL STUD BY OTHERS,
SEE SHEET I IN5TALLAM
4jjNOTE 14
SHEATHING
BY OTHERS
EXTERIO NIP
BY OTHE 5
PERIMETER SEALANT
BY OTHERS
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DWG#:
SWD010
SHEET: 3 OF C
#10 WOOD SCREW 2X WOOD BUCK/STUD SIIYEf �lft�
INSTALLATION ANCHOR 3/4°MIN. BY OTHERS MATI[1g5C11
CONCRETE/ MASONRY BY OTHERS EDGE DISTANCE
_ CE SEE SHEET 5 FOR
n. CONNECTION DETAILS IM MAX.
CAULK BETWEEN MIN.3 THREADS
CONCRETE/MASONRY ••° e'�• SHIM SPACE PENETRATION BEYOND
By OTHERS SEE GLAZING METAL STRUCTURE +ieoer.•000..
DETAIL SHEET 5 azz; mvaza+Imzvt
11/2' MIN. ramHwww:a.waevm
EXTERIOR FINISH _\ 3 rH.p,zl•zsiam
BY OTHERS EMBEDMENT INTERIOR
#10 GR. 5 SELF-TAPPIIJG SCREW
( INSTALLATION ANCHOR Z n
1/4° MAX. e ^' 3 F+ ". < yy
PERIMETER SEALANT oo SHIM SPACE METAL TUBE/STUD OR APPROVED w a z Vi k' $ 3
BY OTHERS / �. _ MULLION BY OTHERS, o b n
/ ( e SEE SHEET 1 INSTALLATION � ; a v LL
O.A. E%TERIOR ( / INTERIOR NOTE o Z i OC w w LF
UNIT EXTERIOR MIN. I/2" EDGEE DISTANCE w "� W w m <
HEIGHT PER,
SEALANT
SEE GLAZING EXTERIOR FINISH
BY OTHERS
DETAIL, SHEET 5 O.A. BY OTHERS
0 0
UNIT i O
WIDTH
�u
E VERTICAL SECTION HORIZONTAL SECTION
4 HEAD-IXWODDBUCK 4 IAMB -METAL TUBE/STUD OR APPROVED MULLION Tm
THROUGH FRAME THROUGH FRAME -BELOW MEETING RAIL
V)
SEE GLAZING 11/2°MIN� Zp
DETAIL, SHEET EMBEDMENT
EXTERIOR INTERIOR 1X WOOD BUCK (OPTIONAL)
OTHERS) 1/4°MAX.
Lu
CONCRETE/MASONRY SHIM SPACE INTERIOR 0
BY OTHERS - z
UNIT / 3/16 FN ].TW TAPCON SEE GLAZING
HEIGHT ( INSTALLATION ANCHOR a DETAIL SHEET 9
/ 3 1/4° MAX.
PERIMETER SEALANT 0 SHIM SPACE • 'OO ® OO
BY OTHERS
:
r MIN.13/4" iQ.z-- ��`Jy7}• F
EXTERIOR FINISH • I EDGE DISTANCE 1 O ti A:
BY OTHERS 4 1 EXTERIOR _
CONCRETE/MASONRY * e : PERIMETER SEALANT ~ ��
BYO THERS n BY OTHERS
a _a .• EXTERIOROTHERS O.A. ' �b�y. •••O� BS?
°
.. •-A•• •.' b •.d -• WIDTH w� p/1uf111uSUNIT `` A
VERTICAL SECTION HORIZONTAL SECTION Ny z
4 SILL - CONCRETE/MASONRY ® 4 JAMB -CONCRETE/MASONRY/I%BUCK DWG#:
THROUGH FRAME m ® THROUGH FRAME- ABOVE MEETING RAIL swbolo
e® n' SHEET: 4 OF 5
ie L�
a
W
® H
EXTERIOR
VERTICAL SECTION
5 MEETING STILE
L 0.83°
0.77" 0.9°
T—
OLOCK RAIL TOP
ALUMINUM
INTERIOR
L O.e7°
0.45°
OLOCK MEETING RAIL
ALUMINUM
r 0.34"
0,13"
1— 0.46"
0.87"
OBOTTOM LIFT RAIL 6 SASH
ALUMINUM
REINFORCEMENT DETAILS
Silwrlind
NOTE..
89Ardersen
ALL GLAZING CONFIGURATIONS SHALL COMPLY
WITH SAFETY GLAZING REQUIREMENTS
OUTLINED IN CURRENT FBC AND ASTM E 1300
GLASS LOADRESISTANCE.
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5/e' O.A. I.G. GLASS
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BITE 7/16'
SETTING BLOCK
d
W
F
GLAZING DETAIL
a
NOTE: H Z
1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE
ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER H
SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C.
SPACING SPECIFIED I5 NOT EXCEEDED. LU
2. BUCK MAYBE FLUSH WITH FACE OF THE BLOCK a
1/4" ITW TAPCON ANCHOR
4" FROM CORNERS 16" MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT 0,Zp
1
DEPTH TO FULLY SUPPORT
r
t
WINDOW FRAME. ._��,.,
BY OTHERS
.......,Ni�y .
` �. Q••;
1 U4" MIN. ..
EMBEDMENT �;j ` _ 11/2" MIN. EDGE ~ •�'i
.' DISTANCE �•: ,,ie %
DIST NCEGE \ ' CONCRETE/ MASONRY 'AAA%Iq pR
BY OTHERS
n j:
m
BUCK INSTALLATION DETAIL o 3 �= h z
5 OF 5
�1
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
398 East Dania_ Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buiIdingdrops.com
Product Evaluation Report
Of
Silver Line Building Products
Series 70 Model 2127 — Extruded Vinyl Single Hung Window
(Non -Impact)
;, '
for
Florida Product Approval
FL# FL19715
61h Edition Florida Building Code
Method:
Category:
Sub — Category:
Product:
Material:
Product Dimensions:
1— D (Engineering Evaluation)
Windows
Single Hung
Series 70 Single Hung Window
PVC
See Installation Instructions, SW0010
Prepared for:
Silver Line Building Products
One Silverline Dr.
North Brunswick, NJ 08902
Prepared by: _
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date: 05/05/2017
Contents
Evaluation Report Pages 1— 4
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2017.06.14 21:51:35-04'00'
F.
'Z • • p E
7
G
Hermes►dMwoo, P.E.
Florida No. 73778
.1k BUILDINO" DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Manufacturer:
Product Category:
Product Sub -Category:
Compliance Method:
Product Name:
Silver Line Building Products
Windows
Single Hung
State Product Approval Method (1)(d)
Series 70 Single Hung Window
FL#: FL19715
Date: 05/05/2017
Report No: 4805
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line
Building Products based on Method Id of the State of Florida Product Approval, Florida Department
of Business and Professional Regulation - Florida Building Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial inteAes"t-ih'the.company `
manufacturing or distributing the product or in any other entity involved -in tF a approJal�process" of-
the product named herein.
Limits of Use:
This -product -has-been evaluated -for use in locations -adhering to the 6°h Edition-FloridaI Building
Code.
See Installation Instructions SWDO10, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for
specific use parameters.
1. This product has been evaluated and is in compliance with the 6" Edition Florida Building
Code, including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco. r
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the 6`h Edition Florida Building Code and does require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing SWDO10 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWDO30 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
FL#: FL19715
Date: 05/05/2D17
Report No: 4805
Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance
with the Florida Building Code and State Rules for manufacturing under a quality
assurance program audited by an approved quality assurance entity through
Window and Door Manufacturers Association (FBC Organization #: QUA2515).
Performance Standards: The product described herein has been tested per:
Referenced Data:
• TAS 202-94
• ASTM E330-02
• AAMA/WDMA/CSA 101/i.S.2/A440-08/11
1. Product Testing performed by Testing Evaluation Laboratories, Inc.
(FBC Organization # TST4317)
Report: Dated:
TEL01410311 12/15/2010
2. Quality Assurance
Window and Door Manufacturers Association
(FBC Organization #: QUA2515)
3. PVC profiles meet requirements of WDMA/Hal]Mark WD-61 in accordance
with AAMA 303
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
1(k BUILDINL7 DROPS FL*: FL19715
A Perfect Solution in Every Drop
Date: O
Certificate of Authorization: 29578 Report Noo:: 4805
Installation: 1. Approved anchor types and substrates areas follows:
Nailing Fin Installation:
A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11
Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient
length to achieve minimum embedment of 1.50" into wood framing.
B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel
stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel
structure.
Through Frame Installation:
A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50" into
the wood substrate.
B. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where
one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH
Tapcon type concrete screw anchors of sufficient length to achieve minimum
— embedment of 1.25"-into concrete or masonry-
C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where
wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete
screw anchors of sufficient length to achieve minimum embedment of 1.25" into
concrete or masonry.
D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type
steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond
steel structure.
=Refe�.to,lnstallation Instructions (SWD010) for anchor spacing and more details of the installation
;fequirements.
Design Pressure:
Refer to Installation Instructions (SWD010) for anchor spacing and more details of the installation
requirements.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
9/5/2019
�.awF,4, r z
BCIS Home Log In User Registration Hot Topia
Product Approval
d b r
'I USER: Public User
Florida Building Code Online
hr r'�`'i u� .
r r � j
(
Submit Surcharge Stabs & Facts Publications Contact Us BCIS Site Map Dnks Search
Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail
FL
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
FL14998-R4
Revision
2017
Approved
SCANNED
BY
St. Lucie County
REVIEWED FOR
(ODE COMPLIANCE
ST. ILUCCOUNTY
®ltiN 8C111 SI
llm
Silver Line Building Products Corp.®k,�,P-
One Silverline Drive
North Brunswick, NJ 08902
(651) 264-4178
Nicholas.Kopp@andemencorp.com
RECEIVED
AUG
Permittitrg; D,Rartment
St. Lucie Co;urr} Fj
Category Exterior Doors 'I ,.
Subcategory Sliding Exterior Door Assemblies
y
Compliance Method Evaluation Report from a Florida Registered Architect dr a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Nicholas Kopp
Nicholas.Kopp@andemencorp.com
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License
PE-73778
Quality Assurance Entity
Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date
08/03/2021
Validated By
Locke Bowden P.E.
11 Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
a
Equivalence of Product Standards
Certified By
FL14998 R4 COI COI Silvedine SS 2017-06-14.odf
Standard
AAMA/ W DMA/CSA101/I. S.2/A440
ASTM E1886
ASTM E1996
TAS 201
TAS 202
TAS 203
ear
2011
2005
2012
1994
1994
1994
Sections from the Code
https:ltfloridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDquZRj59p/o2fDrx259j7wHOMZIOSMCiU2N%2b005F%2fw2%NaVu!Qg%3d°/p3d 113
9/5/20',-8
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
06/19/2018
06/20/2018
06/24/2018 REVIEWED FOR
08/15/2018 CODErCOMPLIANCE
CoE
VTR LUCIE COUNTY
FL #
Model, Number or Name
Description
4998.1
V1 Series/50 Series (5500/5700)�Gliding
Patio Door
Limits of Use
Installation Instructions
i Approved for use in HVHZ: No
FL14998 R4 II SWD037 SS 2018-06-19.pdf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installation Instructions and Product Evaluation I
FL14998 R4 AE PERS211 SS 2017-10-20 pdf
Report for allowable design pressures, sizes, Installation
Created by Independent Third Party: Yes
requirements and limits of use. i
14998.2
V3 Series/70 Series (5800)
Gliding Patio Door
Limits of Use I
Installation Instructions
i Approved for use in HVHZ: No
FL14998 R4 II SWD038 SS 2017-10-20.pdf
Approved for use outside HVHZ: Yes I
j Impact Resistant: No
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installation Instructions and Product Evaluation
FL14998 R4 AE PER5214 SS 2017-10-20.pdf
Report for allowable design pressures, sizes, installation I
Created by Independent Third Party: Yes
requirements and limits of use.
14998.3
V3 Series/70 Series (5800)
1 Gliding Patio Door
Limits of Use
i Installation Instructions
! Approved for use in HVHZ: No
I FL14998 R4 IT SWD039 SS 2017-10-20 pdf
;. Approved for use outside HVHZ: Yes
; Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: Yes
1 Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installation Instructions and Product Evaluation
I FL14998 R4 AE PER5212 SS 2017-10-20 pdf
Report for allowable design pressures, sizes, Installation
Created by Independent Third Party: Yes
requirements and limits of use.
—
_
— —�
14998.4 I V3 Series/70 Series (5800)
i Gliding Patio Door
Limits of Use
I Installation Instructions
Approved for use in HVHZ: Yes
! FL14998 R4 11 SWD040 SS 2017-10-20.p1
Approved for use outside HVHZ: Yes
{ Yes
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
I Created by Independent Third Party: Yes
Impact Resistant:
1 Design Pressure: N/A
Evaluation Reports '
Other: See Installation Instructions and Product Evaluation
installation
FL14998 R4 AE PER5213 SS 2017-10-27.pdf
Created by Independent Third Party: Yes
Report for allowable design pressures, sizes,
requirements and limits of use.
—
14998.5 V3 Series/70 Series (5800)
i Gliding Patio Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL14998 R4 II SWD041 SS 2017-10-20.pdf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installation Instructions and Product Evaluation
I FL14998 R4 AE PER5215 SS 2017-10-27 pdf
Report for allowable design pressures, sizes, installation
I Created by Independent Third Party: Yes
requirements and limits of use.
`-�E H9
Contact Us :: 2601 l3W, St n Read Tallahassee R 32399 Phone: 850-487-1824
The State of Florida is an AA1EE0 employer. 4opyrlah[ 2007-2013 State o/ Florida.:: Priva[v 5tatement :: Acce5sib9ity Statement :: Refund Statemen
Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -pursuant to Section 455.275(1),
Florida Statutes, affective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public To determine If you are a licensee under chapter 455, F.S., please click here .
httpslifloddabuilding.org/pr/pr app_dd.aspx7pamm=wGEVXQwt0quZRj59e/a2(Drx259i7wHOMZIOSMCiU2Ne/a2bOO5Fa/p2(w2°/a2faVuiQgp/p3de/a3d 213
SILVER LINE WINDOWS AND DOORS
V3 SERI ES170 SERIES
GLIDING PATIO DOORS(5800)
GENERAL NOTES:
3. THE PRODUCT SHOWN HEREIN IS DESIGNEDAND
MANUFACTUREDTO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FSC), INCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• ME 201.94
. TA5202.m
. TAS 203-94
• AAMA/WDMAJCSA 301115.2/A440-11
• ASTM E1886-05
ASTM E1996-12
2. ADEQVACYOF CONCRETE/MASONRY,
E/MASOE EXISTINGFRAMING, AND
ASA MAIN WIN FOR 2XFRAMING, ANDMETAL FRAMING
WITHSTANDING
MAIN WIND FORCE RESISTING SYSTEM D PRODUCT
OF
W ADSTO THE F AND TRANSFERRING APPLIED PUTY OF
LOADS ER THE FOUNDATION IS THE D MRT SE PROJECT
T F
ENGINEEROR ION. RECT OF RECORD MR THE PROTECT OF
.INSTALLATION.
31 1X AND a BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION 15 THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION.
4. THE INSTAUATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
I ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ
AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO
BE OBTAINED FROM MIAMI-DADE RER OR AM
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
ON THIS PRODUCT IN ARMS REQUIRING IMPACT RESISTANCE.
` 6. WINDOW FRAME MATERIAL: PVC
7,GLAS.S MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS
CHARM SEE SHEET I FOR GLAZING DETAILS.
DESIGN PRESSURE TABLE
SIZE
CONFIGURATION
DESIGN PRESSURE
MISSILE IMPACT RATING
13.625"X 80.0'
%0,
•50/-50 PSF
LARGE MISSILE
TABIEOFCONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES& GLAZING DETAILS
2
-
ELEVATIONS&ANCHORIAYOUTS
3
-
VERTICALSECTIONS
4
-
HORIZONTALSECTIONS
5
-
ANCHOR DETAIL & SCHEDULE & INSTALLATION NOTES
6
-
COMPONENTS& BILL OF MATERIALS
EXTERIOR
1" O.A. LG
1/B" ANNEALED GLASS
0.090' PVB INTERLAYER
1/8" ANNEALED GLASS
AIR SPACE
3/32" ANNEALED GLASS
INTERIOR
—GLAZING SPACER
INTERCEPT
0.5"MIN.GLASS _j
BITE `
GLAZING DETAIL 1
GLAZING NOTE:
GLASS THICKNESS AND TYPE SHALL
COMPLY WITH ASTM E-1300 GLASS
CHARTS REQUIREMENT
BLOCK
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� INTERIOR
O / SEE GLAZING SEE GLAZING
DETAIL SHEET DETAILSHEETIJ
INTERIOR —
o
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EXTERIOR 1a 2 EXTERIOR
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HORIZONTAL SECTION
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DATE: 09.28.17
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SHEET:
EXTERIOR
A ANCHOR DETAIL
5 NAIL FIN (HEAD)
3/8MAX
SHIM SPACE
INTERIOR
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION
SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM S12E LISTED.
3. INSTALL INDINIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF
2112 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT
DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES
ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT..
4. SH IM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
SH IM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH. SHIM
WHERE SPACE OF 1/16INCH OR GREATER OCCURS. SHIM(S) SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
S. MIN IM UM EMBEDM ENT AND EDG E DISTANCE EXCLUDE WALL FINISHES,
INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND
SIDING.
INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE
OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATING.
T. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, 00 NOT INSTALL
INSTALLATION ANCHORS INTO MORTAR101NTS. EDGE DISTANCE IS
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO
FACE SHELL OF BLOCK.
B. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
NOTE:
51ULANDIAMB HAVE
SIMILAR DETAILS
MIN. EDGE
EXTERIOR
BSTRATE BY OTHERS
G
LMIN.MB.
ANCHOR DETAIL
THROUGH FRAME (HEAD) ,
3/8" MAX.
SHIM SPACE
1
INTERIOR
ANCHORSCHEDULE
METHOD
SUBSTRATE
ANCHORSCHEDULE
MIN EMBEDMENT
MIN. EDGE
DISTANCE
WCOMMIN.SG=045
010WOOD5CREW
1.5'
0.75"
METAL:IBGAUGE
3THREADSMH
HROUGHFRAME
SIeeLMIN.Fy=33KSI
014TEKSCREW
PENETRATION BEYOND
0.75'
STRAPANCHOR
META -
CONCRETE
ONCR
CET:
IN' IM TAPCON
TW
1.75'
24-
MASONRY: CMU per
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1.7Y
25'
ASTM C90
MOD.MIN.SG-B.ss
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gVW iB CAME$,"I.
3THPEROSMW
MIN. Fy=nKSI
nTEKBCREW
PENETRATIONBEYOW
OR"
METH
1. LOCATION OF BUCK OR
WINDOW ANCHORS MAY BE
ADJUSTED TO MAINTAIN 1"
MIN. CENTER TO CENTER
SPACING BETWEEN ANCHORS
SUCH THAT MAX. O.C.
SPACING SPECIFIED 15 NOT
EXCEEDED.
2. BUCK MAYBE FLUSH WITH
FACE OF THE BLOCK.
1/4" ITW TAPCON ANCHOR
4" FROM CORNERS
16" MAX. O.C. THEREAFTER
12/4"MIN.
EMBEDMENT
=
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BILL OF MATERIALS
DESCRIPTION
MATERIAL
95851
FPAMEW/FIN
PVC
A58.
FIXER IMEUCKIN
PVC
P5804
SASH
PVC
NW.PAPTNUMRER
TS811
EQUAL6LASSADAPTOR
PVC
TI550.
SASK LOCK MEETING STILE
PVC
NS824
STILL TRACK
ALUMINUM
11.12
SILLCOVER
PVC
x5836
FIXED INTERLOCK REINFORCEMENT
STEEL
11
YGAIG
SASH I NTERLOCX K El N FORCEM E NT
STEEL
12
.5816
SASH REINFORCEMENT
STEEL
13
GLAZING STREET STEEL INTERCEPT
ALUMINUM
M
xSUIT
GAZING DEAD
Pvc
16
02468-84
SASH CONTROL DUAL POINT LOCK
STEEL
27
M.UG COMPOUND
SILICONE
22
OOORSCREEN
=-
-
WEATHERSTRIP PILE (ULTRAFAO)
_
-
ROLLERA55AMBLY
-
35
LMM,
DOME
PVC
OFRAME W/FIN
OEQUAL GLASS ADAPTOR
1.630"
1956".
1.956" ILII
OSILL COVER
1.942"
0.0]0"
0� 289
0.718"
1.492
0
12 SASH REINFORCEMENT
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0.063 0.980'
1.100"
Silver Line:
anBae�H
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1.630" ONE snvERUNE DRIVE
ONE
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1 C9
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0.079" 2 � iiD�•�e
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0.079" REMARKS BY DATE
0�1.630" 0.406 6TH FBC EDITION n FM 10/L
1.802"
1.825"
10 FIXED INTERLOCK REIN. 11 SASH INTERLOCK REIN.
L.123"1154"
T 1.426" 1.110"
o.1os' J
1.21T
1ST GLAZING BEAD 25 MAIN FRAME
0.334" 5.561"
0.617.
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DATE: 09.28.17
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